HomeMy WebLinkAboutBLD2006-00008 •
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BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00008 Received Date 01/9/2006
SITE ADDRESS: 330 RAINIER LN Issue Date 03/23/2006
PORT LUDLOW, 98365
APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101
70 BREAKER LN
PORT LUDLOW WA 983659766
SUBDIVISION: PORT LUDLOW NO. 1 AREA 4 Block: Lot: 48
PARCEL NUMBER: 990400445 Section: 8 Township: 28 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NSFR W/ATT GAR
CALL IN FOR THE REQUIRE 4 INSPE TIONS THAT APPLY TO YOUR PROJECT.
SETBACKS: C' •Jq's/7/4 � •f.
UFFER: OA 4/04 ,
Footing: O/ 4/ 4,
Foundation: 'k ¢�J/3/dl Stormwater FINAL Approval: �` OK Ø /ofr reorwg �.e14ius Dui
Underground Insulation:
Shear Wall : E /�//�
49/
Sheathing: //
Framing: dr ex 5.Ne'04 DK -7//0/
Plumbing: O el<43101
Propane Tanki Lines: "do IA., /,le 7,06
Insulation: // z VAI,L.tEr. dsru44 Ok *leg, kr <' :41/ 7 0Z„
Sheetrock:
Septic Sytem Final Approval MUST be obtained before final of structure can be attempted.
Road Approach Final Approval:
Zoning Final Approval:
Final/Occupancy Approval: DA' -61)r eb /DA./o4,
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY - SEE REVERSE
• BUILDING PERMIT MLA06-00006
APPLICPION
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD06-00008 Received Date: 1/9/2006
SITE ADDRESS: RAINIER LN
PORT LUDLOW, 98365
OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101
70 BREAKER LN
PORT LUDLOW WA 983659766
PORT LUDLOW NO. 1 AREA 4
SUBDIVISION: Block: Lot: 48
PARCEL NUMBER: 990400445 Section: 8 Township: 28 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NSFR W/ATT GAR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,596
VALUATION 205,143.00 ADD'L: 520 HEAT TYPE: PRO
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: # OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 561 SHORELINE:
CONST TYPE: DECK: 96 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 3 Prop: 4
Total: 3 Total: 4
Routing Date:
C
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $1,635.55 LYK 01/09/06 77297 APPROVED
State Building Code $4.50 LYK 01/09/06 77297
Potable Water Application $55.00 LYK 01/09/06 77297 MAR R-S 2006
Total: $1,695.05 )N-a d atfferson County Planning
�by &Build' g Department
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J r N
JEFFERSON COUNTY
STORMWATER MANAGEMENT
SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL WORKSHEET
Property Owner: Port Ludlow Associates Telephone: 437-2101
Address: 70 Breaker Lane, Port Ludlow, WA 98365
Assessor's Parcel Number: 990 YOd`�ys
Building Permit or Septic Permit Application Number(if applicable):
Brief Project Description: New Single Family Residence W/ attached garage.
Site Location: (-0{ 77( ZCQ.;), (Qrlp, /-e( eri, ale 9E365—
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Person Responsible for BMP Installation and Maintenance: /)I6 /t e /ey L_S-Cym,:2keziai)
Address: Salle as above `7
Telephone:Same as above
1. Describe/check the Best Management Practices (BMPs) that you will implement during land
disturbing activities or construction to control erosion and prevent sediment from entering wateram
_
bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or
roads. Please check the measures you plan to implement and show their approximate location on
the site plan. You may also propose measures other than those listed. Attach additional sheets,if more space is required. sue..
ww
mina
[) Stabilize construction access route. Limit construction vehicles to one route, if feasible.
Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock
to minimize tracking sediment onto roads. (See attached illustration from Stormwater
Management Manual.) If sediment is transported onto roads, they will be cleaned
thoroughly.
[J Minimize the extent of land disturbing activity and preserve existing vegetation.
Preserve buffers of well-established vegetation between disturbed areas and property
boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife
habitat areas,landslide or erosion hazard area,etc.).
APPROVED
STORMWATER PLAN
SPESC Instructions—Short Form St0ro
Nat
Revised July 17,2002 Required
3 MAR 2 1 2006
JEFFERSON UNT\
DEPT.OF C ' T EVF.L NT
SIGNATURE:'
• .
EROSION AND SEDIMENT CONTROL WORKSHEET
[] Phase clearing so that only areas that are actively being worked are uncovered.
[] Start and complete land disturbing activities and stabilize the site between April 1
and September 30. Stabilization means that disturbed areas will have well-established
plant cover or be landscaped to minimize erosion.
[)1 Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between
October 1 and March 31 and within 7 days between April 1 and September 30.
[ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material
approved for this purpose.
[ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads,
and property lines.
[] Place gravel base on roads,driveways,and parking areas after clearing and subgrade
preparation.
[f Protect adjacent properties and water bodies from sediment deposition:
[] Place straw or hay bales in ditches and drainage ways down slope from areas
of land disturbing activity to filter runoff before it leaves the project site or enters
water bodies.(See attached illustrations from Stomiwater Management Manual.)
[] Install a filter fence down slope from areas of land disturbing activity to filter runoff
E before it leaves the project site or enters water bodies. (See attached illustration from
Stormwater Management Manual.)
[X Regularly inspect and maintain all 13MPs especially after storms events.
[] Describe other erosion and sediment control Best Management Practices. Be specific
as to design and specifications.
Site is very flat with sandy soils. So I believe the above
measures will be sufficient,
SPESC Instructions—Short Form
Revised July 17,2002
4
• •
EROSION AND SEDIMENT CONTROL WORKSHEET
2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped,apply gravel base
to roadways,etc.)
Areas that are distrubed will be landscaped with natural
type vegetation and lawn to property line
3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to
infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.).
All impervious surfaces will he run to roof drains and
catch basins as designed into the plat requirements.
SPESC Instructions—Short Form
Revised July 17,2002
5
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JAN - 2OO'
)
EROSION AND SEDIMENT CONTROL WORKSHEET
4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing
and grading, construction, installation of drainage facilities, landscaping, etc.) and Best
Management Practices.Describe proposed maintenance of BMPs.
After excavation the soil piles will be covered and silt
fence will be installed. Silt fence will be left in
place until we are ready to landscape and all roof drains/
- catch basins are in. Landscaping will be installed as
early as possible on the exterior of the building when
all exterior concrete work is completed (:
} The Best Management Practices pro sed above will be implemented to control erosion, sediment,
stormCountyinspections as w run . • ' the fferson for dunent, and
required.
l z/z —
ignature of Owner/Agent Date
SPESC Instructions--Short Form
Revised July 17,2002
•
oN cow .lEFFEN COUNTY � A&'y�
4 i `� DEPARTMENT OF COMMUNITY DEVELOPMENT L �L/' ��-o;
,T,
- 1 • 621 Sheridan Street• Port Townsend -
._Washington 98368
360/379-4450 • 360/379-4451 Fax
�QS, O� wow.co.jefferson.wa.us/commdevelopment �� ��Qa n # OS-Z(o
Fi7N
YZ 8, Elev.14, 6a4. .P.,yh 1r
Master Permit Application
MLA: CDL? -(_,COO C�
Project Description(include separate sheets as necessary): 1
Wei) s%a�gle 1aaa.* ,esiderxe- w/ache%ee/f oTax Parcel raj
9Y�y0 Prope �—�
Number: j)YY5 Size: /3,.5/D
(acresuare feet)
Site Address and/or Directions to Property: 4 z°W Y8 ear/)/e/$ La's !orf Cuo//oa/ thfr YffGS `
Property Owner(s)of Record: l OC,a?'S G L C
Telephone: (360) y27-210t
0) 22 old 0 4
Applicant/Agent(if different from owner): NM
Telephone: Fax:
email:
Mailing Address:
What kind of Permit?(Check each box that applies)
wiBuilding ❑ Variance(Minor,Major or Reasonable Economic Use)
❑ Demolition Permit ❑ Conditional Use[C(a), C(d),or C]**
lifSingle Farr' ❑ Discretionary"D"or Unnamed Use Classification
trGarage Attached t.etached ❑ Special Use(Essential Public Facilities)**
❑ Manufactures "ome ❑ Boundary Line Adjustment
❑ Modular ❑ Short Plat**
❑ Commercial* ❑ Binding Site Plan**
❑ change of Use ❑ Long Plat**
a'Afidress EWt oad Approach ❑ Planned Rural Residential Development(PRRD)/Amendments**
p'Propane ❑ Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management ❑ Shoreline Management Substantial Development**
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
0 Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment
❑Forest Practices Act/Release of Six-Year Moratorium
*May require a Pre—Application Conference **Requires a Pre-Application Conference
Please identify any other local, state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide a and right of en to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any r s ' ns. and right of entry to this property shall be requested and shall occur only du'ng regular business
tours.
Signature: Date: / 65
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined In the federal law known as the
"Endangered Species Act"or"ESA"Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you In •.• Ili.•.• with the Jeffers County development code.The
and non-transfers ..� ,. for Applicant acknowledgesthat he,she or holds individual
m9 to complying with the ESA. The Applicant has read this disdsdaim and sir) a an dates it below.
Signature
Date: fr..., 7/T.i
G:\PamitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc
' 01/05/2006 11:51 36037 51 JEFF CO DCD PAGE 07
'` `. t1 G.'j7:•26•. FAX 360437 PORT LUDLOW ASSOCIATRW'� JC PERMIT CENTER �j007 •
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cf . :. ,,` , •.., •• , •'i OWNER Dilt1,DER 9TA ...� -y
, s .,.s.< ,';C11 t :StatSreent does hereby certify that they are the Owners Cif the parcel c�
. `"'-;:. • • • the iheSeneralCanttactertorthe � t
`i"'-sir,: 1�Li " i?ar ,' Date: j l
,1• " I RAt.cOWmAcTOR OR MANUFACTURED HortE INSTALLER: PHONE: f. "h71�C: ' ! . •
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:.:.,n;•,•t.c: a;' , Fa roe TWO . . 'Agar s - , • • ... Shoreline: • . of Sewage bispoea1:'
""• 'L▪:'' :. :.ifeetiN'•?; • :: i s B'Wood E)d5VnO: '19 Sewer
;;i..*:':' :'a,:Addittoci !•':• ❑ "Steel 'Proposed: V Sank O Community System '
:<*: 'iQ Atktedonitettlotlel 0 Concrete Total: V• Height: ❑ Individual System
:: '::, !J'. P iir:' . 0 Masonry SEP Permit# • .
i . Bedroolra: Water Supply .
`4'••• , on ❑ Other.
F'"`!.-::E "' :,,I.. ' Existing: 'e" Setback: p Private weW 0 Tv o Party
Of Haat; • • Proposed: _ iepubue
?`='`r Total: 3 Name of System: OW S
hw I:tfi � Co rnm gs-(pl Prefect you must answe1 o fol to gi •
•I,"Ni, of Parking Spaces: Current: Proposed; Number of ADA Parking Spaces:
;c'• ;NLnber'.ofOodupant*(includes owners,tenants,employees,Mc) Conant Proposed - '
•l.
..P O• upency IBC Type of construction: Will you have Food Son4ce? Yes I.No •
Mills ii*Prpgr toyank and/orAnoliance In4tallatIon permit.Tali(eitltemv below that atplr
i.; •
._,';•: '.Q kr.r+d@rproUnd Teats II Above ground Tank Size of Propane Tenic
':17.H Stove' 'a. Cook Stove 0 Woodstove Cl Fireplace Insect ❑ Hot Water Tank ❑ Pellet Stove 0 Other
t'''':': ': = ` a Installed In'e-Mevufectur'ed I Mobile Home? Yes / No '
IMten applytpg fora permit Jo Installs propane tank you must also submit a sfie plan.showing all of the building$,SU property
`'fines,bank.Iocatfon and*Ira,distances front the propane sank to all property lines,buildings and septic system components, •
i !elok7ding the reserve area. ,,
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47 'tch 4cAroRMM\PAD FORMS\Ma nn rcanit AppLation 7-8-04.doe
•
SPECIAL CONDITIONS FOR CASE t BLD06-00008
1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
2.) A Stormwater Site Plan has been submitted and approved by the Department of
Community Development. Once the subject permit has been issued the applicant shall
fully implement the provisions of the submitted plan and contact the Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies plan compliance. No clearing for roadways or utilities shall occur on the project
site until clearing necessary for the installation of temporary sedimentation and erosion
control measures have been completed.
3.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
4.) Not more than two(2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
5.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
6.) The building height is not to exceed 35 feet.
7.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
8.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
9.) Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear
yard setbacks shall be 5 feet.
10.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
11.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's) shall not be allowed in the
MPR-SF zone.
12.) All stormwater from patios and/or sidewalks shall be dispersed of on site. The driveway
shall be at such a grade as to allow the stormwater to enter into the county road ditch and
shall not be allowed to drain onto neighboring properties.
13.) The site plan revised on March 16, 2006 identifies an 76 linear foot 6 inch diameter curtain
drain to the west of the house and 4 inch diameter PVC drain pipe to the roadside ditch.
These shall be installed as designed by MacLearnsberry Engineering.
I:\F_BLD_Permit_Buildng.rpt 10/29/1999
STI
EROSION CONTROL NOTES
THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL
CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE
SPECIFIED ON THESE PLANS:
1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL
TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM
THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN
RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON
NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE
ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE
PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY.
2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP
IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE
BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED
AND APPROVED BY THE COUNTY AND THE SITE IS STABILIZED.
3. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE -
CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY
THE GENERAL CONTRACTOR, THE BUILDING INSPECTOR, REPRESENTATIVES
FROM AFFECTED UTILITIES, AND A REPRESENTATIVE OF THE COUNTY.
4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE
INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION,
EQUIPMENT FOR THE CLEANING OF PUBUC ROADWAYS SHALL BE
AVAILABLE AT ALL TIMES DURING CONSTRUCTION.
5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS
PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE
ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEMA11ONS
FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER
QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED
SUBJECT TO THE APPROVAL OF THE COUNTY INSPECTOR. HOWEVER,
EXCEPT FOR EMERGENCY SITUATIONS, ALL OTHER DEVIATIONS FROM
THIS PLAN MUST BE DESIGNED BY THE PROJECT MANAGER AND
APPROVED BY THE COUNTY INSPECTOR PRIOR TO INSTALLATION.
6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS
AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS
NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT
MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS,
ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL
DEPTH.
7. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE
FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE
PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE
SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE.
8. ALL WORK SHALL BE DONE ACCORDING TO BEST MANAGEMENT
PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL
FOR THE PUGET SOUND BASIN.
FINISH FLOOR
�� 11 Y2•
z
z ^_
1 y2" X 5Y2" 00 1
p > Z
C
CRAWL SPACE
2" MIN.
FOOTING DRAIN - 4" PERFORATED PIPE AROUND
ENTIRE PERIMETER, WITH WASHED ROCK BACKFIH
DRAIN TO ROADSIDE DITCH A-C Tzal �r�
TYPICAL BUILDING/GRADE RELATIONSHIPS e
N. T. S.
61-0 5' X 2" X 2" POSTS
INSERTED Z FEET
INTO GROUND
4'.pn
Z
FILTER FABRIC)
WERE ME
NOTE:
SILT INTERCEPT SWAILE MAY BE
SUBSTITUTED FOR SH,T FENCE
WHERE APPROPRIATE.
SILT
EyJSSWNG ROPa
POSITION FILTER FABRIC
g^ OVER ENTIRE TRENCH
PERIMETER AND BACICFILL
i,2" WITH NATIVE MATERIAL.
�Os ' 0,O F
R- 25' MIN.
12" MIN.
4" - 8" QUARRY SPALLS
PROVIDE FULL WIDTH OF�
INGRESS/EGRESS AREA
STABILIZED CONSTRUCTION ENTRAN
NO SCALE
i —v mill. rnCCovMl�u
NO SCALE
STRAW BALE SWALE®
(USE AS REQUIRED)
STABILIZATION NOTES
STABILIZATION NOTES (CONT'D.)
CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE.
PURPOSE: REDUCES THE AMOUNT DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM
CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO
CONSTRUCTION EQUIPMENT BY ACTION
N OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD
TOPSOIUNG, SURFACE ROUGHENING, MULCHING, PLASTIC
REMOVING MOST MUD AND DEBRIS FROM TIRES,
SHEETING AND NETS AND MATS).
DESIGN CRITERIA/SPECIFICATIONS:
PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED
SOILS FOR UP TO 1 YEAR.
DESIGN: (1) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION ENTRANCES
DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF
SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3)
MATERIAL SHOULD BE QUARRY SPALLS, 4" 8" SIZE; THE ROCK PAD
MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION
- (4) SHOULD BE AT EAST
12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES
MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE
WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL
REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED
WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET.
IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE
ADDITIONAL SUBGRADE STABILIZATION SUCH AS A GEOTEX11LE MAT MAY BE REQUIRED.
PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES,
SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BED SHOULD BE FIRM BUT NOT
PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE
COMPACT, WITH A FAIRLY FINE SURFACE. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT
CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM
ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK WALKING IS
THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY
DRIVING A CRAWLER TRACTOR UP AND DOWN SLOPE, LEAVING A PATTERN OF CLEAT
REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE
IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) EEED; APPLICATIONS MATH
:
VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED
APPROVED SEED-MULCH-FERTIU MIXTURES MAY ALSO BE USED;
SO BE SOIL
WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY;
SHOULD BE APPLIED
D RECOMMENDED BY ESPECIALLY WHEN
UP
(3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED.
SEEING OVER SUBSOIL
SEEDING OVER SUBSOIL (WITHOUT ID
TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR
TA
AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES
MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE,
(1
ADJACENT TO BODIES OF WATER MUST USE NON -PHOSPHORUS FERTILIZER; (5) APPLY AN
AS NECESSARY PREVENT TRACKING OR ROW MUD ONTO PUBLIC ROADWAYS; (2) IF
APPROPRIATE SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS, PER ACRE.
SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL CLEANED
TABLE 3-2*4 GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE.
THOROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED
MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY
AND RESEED IMMEDIATELY; SEED SHOULD BE SUPPLIED ADEQUATE MOISTURE.
AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT
SUPPLY WATER AS NEEDED, ESPECIALLY ABNORMALLY HOT OR DRY WEATHER, ON
ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED
ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENTT RUNOFF.
IMMEDIATELY
INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER.
CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. CONTROL MEASURE- PLASTIC SHEETING
PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND
ROUTES WITH STONE IMMEDIATE Y A DISTURBED AREAS THAT CANNOT
TABLE 3-1 MULCH MATERIAL, APPLICATION RATES /;ND SPECIFICATIONS
MULCH MATERIAL
QJAULTY
APPLICATION
APPLICATION RATES
DEPTH OF
STANDARDS
RATES
PER ACRE
APPLICATION
PER 1000 SO FT
GRAVEL,
WASHED: 3/4' -
9 CU YDS
400 CU YDS.
3"
CRUSHED STONE
1-1/2' SIZE
OR SLAG
HAY OR STRAW
, FREE
AR-DRIEFROM
1BALES
LIGHTLYCOVER
UNDESIRABLE RABLE
2-3
(90-100 BALES)
ENTIRE ACE
SEED k COARSE
(MIN. 2')
MATERIAL
WOOD FIBER
DYED GREEN.
25-30 LBS.
1000-1500 LBS.
2"
CELLULOSE
NO GROWTH
ORGANISM
INHIBITING FACTORS
TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE
NAME
PROPORTIONS BY
PERCENT
PERCE14T
WEIGHT
PURITY
GERMINATION
REDTOP (AGROSTIS ALBE)
lox
92%
90%
ANNUAL RYE (LOLIUM
40%
98X
90X
MULTIFOLIUM)
CHEWNGS FESCUE (FESTUCA
4OX
97%
80%
REBRA COMMUTATA)
JAMESTOWN, BANNER,
SHADDOW OR KOKET
WHITE DUTCH CLOVER
10%
96%
90%
(TRIFODUM)
al-
46 42 30 �
46 41 91 29
f 40 92 26
48 27 16
34 26 n
to
49
38 24 to
60 72
37 20
[ T 61 71
[ � i oil 62 70 I 78 ZZ 4Yr.. F+r.r.
( G 0 Vicinity Map
L FTER GRADING, REDUCES EROSION CAUSED BY
BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBEDil
I'(��
CONSTRUCTION TRAFFIC OR RUNOFF.
AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN HINTER MONTHS.
r
P!
/�
\
PLASTIC SHEETING IS THE PREFERRED COVERING FOR SEED BEDS PLANTED DURING WINTER
NOTES:
DESIGN CRITERIA/SPECIFICATIONS:
MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH
Legend
AND LIGHT TO PROMOTE GERMINATION AND GROWTH OF SEEDS.
(D YARDT PIPE,
CTED14
IP OWN
DESIGN: (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR
UFROM 0 ERETE
ACCORDANCE WITH A�SSTRUTM
ON THE PLANS OR NOTED IN THE SPECIFICATIONS.
EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET
DESIGN CRITERIA/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM
2
WEATFIER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE
THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2)
_O O_ SILT FENCE, SEE DETAIL .
a PROPOSED CULVERT
C
CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE
PLAN VIEW
GRAVELLY, (3) A 6-INCH DEPTH OF 2" - 4" CRUSHED ROCK, GRAVEL BASE, OR CRUSHED
COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS
DIAMETER PLUS YARD DRAIN WALL THICKNESS.
SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE
COMPLETION OF UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF
OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS
SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 -
STRAW BALES, SEE DETAIL e
�t
(y CONNECTION TO OUTLET PIPE TO BE MORTARED AND
MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL
4
FINISHED GRADE
C — — — — — — SURFACE DRAINAGE
ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK.
24-INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED;
® CAST IRON BELL GRATE FITS INTO BELL RECESS AND EXTENDS
- -
PROCE:EDURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE
(3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER
MONTHS, AND REMOVED AS SOON AS POSSIBLE ONCE VEGETATION IS
FLUWITH FACE OF BELL THE GRATE SHALL HAVE SLOTS
(HOSH LES THAT CONST TUTE 50 PERCENT OPEN AREA FOR DRAINAGE
y
MADE FOR
WELL GROWN TO
CLEARING
INLET T�DL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING
O
-
CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS
PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A
— — — — — — — — LIMITS p S 6' DIA., PVC DRAIN PIPE
FT WITH ANY covER PosmoN
_
WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD
GREENHOUSE; (4) WHEN COVERING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN
(MININUM SLOPE = 1.0%)
3 WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH.
T
FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD
PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED
(6)
NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN
TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH
® YARD DRAIN
VARIES 12 INCHES OR 16 INCHES.
JJL--IEEE
TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE
SHEETS.
SS PROPOSED SANITARY SEWER LINE
SPECIAL
AI EY�NDRAINNMAY BE REQUIRED FOR
OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3)
MULTIPLE
INSTALLED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM
MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE
PROPOSED 120 GAL. PROPANE TANK W PROPOSED WATER UNE
O
YARD DPAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY.
5
ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS).
THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD
ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR
ELEVATION VIEW
MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM
THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS
zt; -r,,.
Hr"` ASPHALT SURFACE
CONCRETE SURFACE
EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE
NECESSARY.
F--""�"` �
YARD DRAIN CONNECTIONS
ERODING.
§
CONTROL MEASURE: DUST CONTROL
PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES.
DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH
USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE
BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET.
REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED
CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN
APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE,
CONTROL MEASURE: LIMIT CLEARING OF SITE.
PURPOSE: REDUCES LIKEUHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM
STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF.
DESIGN CRITERIA/SPECIFICATIONS: CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA
NECESSARY TO PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. WHEN
POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING
WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF
CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABIUZED.
CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS.
(SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S).
PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY
REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND THE AMOUNT OF SEDIMENT THAT
MIGHT COLLECT IN SEDIMENTATION CONTROL STRUCTURES, SUCH AS SEDIMENT PONDS OR SILT
FENCES.
DESIGN CRITERIA/SPECIFICATIONS: DURING THE 71ME PERIOD OF OCTOBER 1 THROUGH APRIL
30, AND AT OTHER TIMES OF THE YEAR WHEN THERE ARE EXTENDED PERIODS OF INCLEMENT
WEATHER, ALL PROJECT -DISTURBED SOIL AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE
THAN 48 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS
PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE
OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH
PRECIPITATION AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE
LEFT UNATTENDED.
CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS).
PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS
AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE,
MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED AND TOPSOIL IN PLACE.
DESIGN CRITERIA/SPECIFICATIONS:
DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND
SPECIFICATIONS, SEE TABLE 3-1*41% (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH
SHOULD BE USED ON SLOPES STEEPER THAN 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE
CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING
ALL TIMES OF THE YEAR.
MATERIALS: (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED
FOR YORE THAN 3 MONTHS, HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT
MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING
MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING,
ROWING OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR
FIBER BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD
FIBERS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE
SHOLLD BE DOUBLED. APPLY WITH HYDROMULCHER. NO TIE DOWN IS REQUIRED. PACKAGED
IN 100-LB BAGS. NOT RECOMMENDED FOR HIGHLY ERODIBLE SOILS IN HOT WEATHER; (3)
GRAVE, CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY
PLANTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS:
SHREDDED INTO 4" - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WINDBLOW; (5) WOOD
CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING.
DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES
STEEPER THAN 674 (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED.
ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER
THAN 6%, AVOID TILLING BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN
FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS.
**-SEE TABLE 3-2, THIS SHEET ,1
N.T.S.
EMERGENCY CONTACT PERSOJEFF EVANGEL J
47
/)
/ / , ls,p?tlt / i
PHONE: 437-2101 t-� .i� lrvlW IhAI'1 \� _ 1 ,�✓� /
PHONE:
PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT EMERGENCY CONTACT PERSON
SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS MATH SLOPES STEEPER THAN 2:1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE LEY 301-3217
SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS PHONE: ROBE BAILEY
(INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED
WITH PLASTIC SHEETING.
MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY GRAPHIC SCALE
FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL
SHOULD BE REPAIRED. 20 0 10 20 10
"-SEE TABLE 3-1, THIS SHEET
( IN FEET )
I inch = 20 ft.
C,
CLEARED AREA = 13,385 SO. FT.+/ -
IMPERVIOUS AREAS:
DRIVEWAY = 869 SO. FT.+/ -
BUILDINGS = 2,168 SQ. FT.+/ -
PATIOS = 95 SO. FT.
TOTAL IMPERVIOUS AREA - 3,132 SO. FT.+/-
o Di
�r x REVISED SITE P7/AN
,— �� � dated 0 I e
"Vl�� Has beenAPPROVED(
__ byJEFFERSON UNTY /)
---
d 0 i ----_ - D DEPT. OF COM P
7 -�0 - .:w.. , 61GNATURB: / 1%
o---- 1 DS IDS
w a 11>
)RI wAY �om \ 1i
tz , I
1 Sf
AS REQUIRED /I
Q
If I� �
r----- 33&x
Site Plan
REVISED - 3/15/06 - MCM
MacLearnsb
Civil Ei
e
159 Wyatt Way Nfz
phone: (206) 8424-5.
G
A)
1,l1jrrel # 99oYooY5il C1
CLIENT
Port Ludlow Associates LLC
Engineering, P.S.
xs oT- ,fanners Stormwater Smite Plan (SWPPP)
.' ge Ie and, WA 98110 of 48, Port Ludlow, No. 1, Area y
aosmil: (206) 780-2408 DRAWN BY MCM DATE December 27, 2005 08 ND 25539
CHECKEDBY MCM SCALE 1 "=20' SHEET 1 OF 2
e✓..3- /b- 06,